600 N 800 N m B 1.5 m 1.5 m 2 m 2 m 45 D Fig. C

Q: 900 H 400 150 'B 100 E D 175 C 175 800 750 N 200 200 Dimensions in millimeters Determine the forces…

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Q: 0.8 1 0.8 m 0.8 m D 0.6 m E 1.2 m 1.2 m y F 1.2 m

A:

Q: 1. What pressure is column of water 100 cm high equivalent to? a) 9807 dynes/cm2 b) 9807 N/m2 c)…

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Q: F= 600 N F = 800 N 45 60° 13 12 F = 650 N

A:

Q: 45° p = 120m 25 km/h 70 km/h В

A:

Q: Pascal's principle is the basis for a.aerodynamics b. Buoyancy c. Pressure d. Hydraulics

A: Answer is hydraulics

Q: 400 N/m В 3 m 3 m

A: Let RA and RB are the reactions at A and B By using law of equilibrium  ΣFy =0 RA+RB = (1/2)X400X6…

Q: A I 1.77 m 410 N.m 3 0.63 m 2.14 KN 80° 0.13 m 0.13 m

A: F1 = 2.14 kNF2 = 1.22 kN To - Determine:- M = kN-mR = i+j kN

Q: Resultant = 1028 x 10 Ibf acts along z- 10.083 – 0.5555x 3.75 ft Fy= 499 x 10' bf F-899 x 10' Ibr `…

A: The values highlighted in the image are derived from coordinates of points where the resultant force…

Q: 3m 3 m² 1.5 2.5 m 2 m

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Q: 20 KN 10 KN 10KN/m 15KN/m 10 KN/m B. 1.00 1.00 2.00 1.00

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Q: FIND MAGNITUDE LOCATION OF THE FORCE PLATE A THE 4 m AND 4 m ON RECT, ONLY 1.5 m 5.G. : 0,932 OIL…

A: Write the formula for pressure force acting on plate A. F=sgoilγH2Oh¯AA Here, sgoil is the specific…

Q: (Ans. 0.225; 0.1625; 0.48720.7583 kJ)

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Q: A submarine is traveling at a depth of ‘95’ kilometers in the ocean, where the gage pressure is 840…

A:

Q: -1.2 m 0.1 m 0.3 m В |C 0.6 m A

A: Replacing support at A and with the tension in the rope and in member BC, below given is the Figure.…

Q: Fig. 2 F = 300 N = 250 N 309 60° 2 m 3 m 4 m B F= 500 N Fig. 3

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Q: 8 &N 25 kN m 5 KN Fig (1)

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Q: 600 N/m 2 m 4 m R2 R1

A: Consider upward force as (+)ve and downward force as (-)ve. Assume clockwise moment as (+)ve and…

Q: What will be the volume of a liquid of mass 2.5 3 kg, if the specific weight is 30 kN/m . -3 a.…

A:

Q: 500 N/m 1.5b- - 2 m – 2 m

A: A beam is defined as a structural member subjected to transverse shear load during its…

Q: 450 N PA +1.5m 2.5m 2.0 m B D 1.5 m 3.0 m + 100 N 1.5 m TRE 85 N

A:

Q: 2 (1, 1) m A

A: GivenF→=-2xyi→-3y2j→displacment vector 1-2d→=xi→+yj→

Q: 6. Find 0₁ (s)/T(S) 18 N-m-s/rad 8₁(1) kg-m² 1 N-m-s/rad T(1) 0₂(1) 3 kg-m2 0000 9 N-m/rad 0000 3…

A: Given,

Q: 70 m/s 60 m A 30 km/h В 2.5 m 350 m

A:

Q: F B A 6 m 4m 4m

A: A beam is defined as a structural member subjected to transverse shear load during its…

Q: B E 200 N 1 m A D -1 m 1 m 2 m 800 N m

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Q: 400 N 3 m A, 8 m 4 m D 1200 N

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Q: 1.5 m 2.5 m

A: The given system as shown below with free body diagram, Given that there is no tension in Cable.…

Q: 20 sq mm 40 sq mm 10° W W= 40 kg stress AB = Stress AC

A:

Q: Question 3 Given: WA = 10 N WB = 20 N VoA = 2 m/s Hk = 0.2 Find: VA when A has moved 4 meter. B

A:

Q: 2. A MATHaling.com Ax 2 m 2 m C 2 m 200 N 100 N Ay Figure 1:

A: For solution refer below images.

Q: A 0 1.9 m 1.9 m 240 kg B P

A: given,

Q: FA- 450 N 0.4 m 0.3 m A 450 N

A: Given that, Couple force=450 N, Write the co-ordinate of the vector as follows, A≡0,0,0.3B≡0.4,0,0.3…

Q: 3.32 10 KN 2m C 2.5 m 2. 1.33m

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Q: 2 m 40° 600 N 4 m

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Q: 3 m 3 m 3 m E C 12 M= 59 N.M 13 3 4 50N D

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Q: Datum x(t) 2 m k = 2U00 N/m m; = 5S kg 3 т m; = 1T kg Figure Q2

A: Given: m1=52 kgm2=10 kgk= 2000 N/mg=9.81 m/s2

Q: 200N 500N 600 N.m 3 m 4m 2m 45 2 m + 150 N 400N 5m

A: Resultant force A resultant force is a single force and associated torque obtained by combining a…

Q: :A B Water 0.25 m Mercury (S= 13.6)

A: here  Level difference y=0.25 mmanometric fluid specific gravity Sm=13.6Water specific gravity S0=1

Q: (A) 99 MN/m^2 (B) 53 MN/m^2 at right angles to (a).

A:

Q: 6 m 6 m 4 m A

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Q: Water 0,9 m R = 0,75 m 0,75 m K Water F 1,5 m 2m

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Q: 6 kN/m 4 kN/m 2 kN/m ]B 4 m 6 m Fig (2)

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Q: P=300 N 3 m 700 N.M 800 N.M 900 N.M

A: Moment is the rotational effect causes by force. Moment is the product of force and perpendicular…

Q: Identify the zero-force members in each truss

A: There are two rule to identify zero force in the truss members:- (a) Let's consider a joint which is…

Q: F = 375 N F2 = 500 N 5 3 В. 0.5 m 8 m 6 m - 5 m- 370 F3 = 160 N

A: The given system of forces is as shown below,

Q: 2 m D 0.6 m 1 m B.

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Q: 1.5 m B 1.5 m 1 m F- 560 N 3 m A 3 m Fig. 2.1

A: We’ll answer the first question since the exact one wasn’t specified. Please submit a new question…

Free undamped vibrations

Whenever an object/system displaces in either side of its equilibrium position with the help of an external/internal means, then the object/system moves regularly or randomly on both sides of its equilibrium position. This motion is called vibration. Generally, there are three types of vibration: longitudinal vibration, transverse vibration, and torsional vibration.